This research aimed to evaluate the effect of nitrate on anaerobic azo dye reduction by using mesophilic bioreactors, in the absence (reactor R2) and in the presence (reactor R1) of redox mediators. The azo dye Reactive Red 2 (RR2) and the redox mediator anthraquinone-2,6-disulphonate (AQDS) were selected as model compounds. The results showed that the bioreactors were efficient on RR2 reduction, in which ethanol showed to be a good electron donor to sustain dye reduction under anaerobic conditions. The redox mediator AQDS increased the rates of reductive decolourisation, but its effect was not so remarkable compared to the previous experiments conducted. Contrary to the raised hypothesis that the nitrate addition could decrease decolourisation rates and catalytic properties of the redox mediators, no effect of nitrate was observed in the bioreactors, suggesting that the presence of nitrate in textile wastewaters will not decrease the capacity of anaerobic reactors supplemented or not with redox mediators to decolourize azo dyes.
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Research Article|
April 01 2008
Effect of nitrate on the reduction of Reactive Red 2 by mesophilic anaerobic sludge Available to Purchase
A. B. Dos Santos;
1Department of Hydraulic and Environmental Engineering, Federal University of Ceará, Ceará, Brazil [email protected]; [email protected]; [email protected]
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C. H. C. Braúna;
C. H. C. Braúna
1Department of Hydraulic and Environmental Engineering, Federal University of Ceará, Ceará, Brazil [email protected]; [email protected]; [email protected]
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S. Mota;
S. Mota
1Department of Hydraulic and Environmental Engineering, Federal University of Ceará, Ceará, Brazil [email protected]; [email protected]; [email protected]
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F. J. Cervantes
F. J. Cervantes
2División de Ciencias Ambientales, Instituto Potosino de Investigación Científica y Tecnológica, San Luis Potosí, SLP, Mexico [email protected]
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Water Sci Technol (2008) 57 (7): 1067–1071.
Citation
A. B. Dos Santos, C. H. C. Braúna, S. Mota, F. J. Cervantes; Effect of nitrate on the reduction of Reactive Red 2 by mesophilic anaerobic sludge. Water Sci Technol 1 April 2008; 57 (7): 1067–1071. doi: https://doi.org/10.2166/wst.2008.047
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